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FBO DAILY - FEDBIZOPPS ISSUE OF NOVEMBER 30, 2016 FBO #5486
DOCUMENT

56 -- Concrete Repair-Replacement at Committal Shelter - DFW - Attachment

Notice Date

11/28/2016
 

Notice Type

Attachment
 

NAICS

238110 — Poured Concrete Foundation and Structure Contractors
 

Contracting Office

Department of Veterans Affairs;NCA Contracting Service;155 Van Gordon Street;Suite 510;Lakewood, CO 80228
 

ZIP Code

80228
 

Solicitation Number

VA78617N0081
 

Response Due

12/6/2016
 

Archive Date

1/5/2017
 

Point of Contact

Ann R. Manning
 

E-Mail Address

ann.manning@va.gov
(Ann.Manning@va.gov)
 

Small Business Set-Aside

Total Small Business
 

Description

The National Cemetery Administration is executing a Sources Sought for the sole purpose of identifying qualified Service Disabled Veteran Small Business concerns, OR, Veteran Owned Small Business and Other Small Business concerns in the event of insufficient, qualified Service Disabled Veteran Small Business concerns to furnish all labor, material, equipment, and supervision necessary to replace selected areas of the existing concrete walkways at Committal Shelter C at Dallas-Fort Worth National Cemetery. The overall estimated period of performance for this construction project would be 60 calendar days. The respective project size is $25,000.00 to $100,000.00. An abbreviated description of the requirement and/or tasks is as follows: Contractor shall demolish and remove the two (2) areas of the concrete walkways at Committal Shelter C as identified on the contract drawings. Concrete shall be removed to the nearest expansion/control joints as designated on the contract drawings. Saw cut all existing control joints as necessary to remove the concrete. Contractor has the option to break out concrete around existing expansion joints to preserve the existing dowel installation. Remove existing soil down to undisturbed native soil (subgrade), clean/prep the excavation area, and compact the subgrade to 95% prior to the installation of the engineered fill. Remove any formed void materials (cardboard), loose concrete, soil, and other materials under the existing perimeter as necessary. Reinstall a new 12-inch void forms and pre-treated plywood soil retainers. Remove and carefully remove one tree, including as much of the root ball as possible. Coordinate with the COR for turn-over to the Cemetery. Backfill the excavation with engineered fill in 18-inch lifts, compact to 95%, and then install 4 of crushed aggregate base material compacted to 95% prior to installing the new reinforced concrete walkway in accordance with the contract drawings and specifications. Install the new concrete walkway in accordance with the contract drawings and specifications. The new walkway shall continue the existing slope of the shelter slab to the edge of the walkway. The slope shall be field adjusted to allow proper drainage away from the shelter and to match the two elevations. Place 4000 psi, reinforced concrete (5 minimum thickness) with expansion joints, control joints, and a finished surface that matches the existing patterns and textures of the existing concrete slab and walkways in accordance with the contract specifications and drawings. Regrade out from the new walkway to allow for positive drainage away from the shelter to the existing swale to the North. Inventory, remove, and store all irrigation heads and cap head risers within the limits of work. Provide a copy of the inventoried equipment and materials to the COR within 10 calendar days of completion. Provide protection of any exposed components, risers, etc. that might be damaged by renovation equipment. locate and inventory all irrigation components: (valve boxes, gate valves, quick couplers, etc.) within the limits of work and protect the location and component access throughout contract work. Sod cut the existing turfgrass, remove excess soil, grade/contour to provide a minimal slope to drain the water coming off of the walkway, and re-install the previously removed turfgrass sod. If new turfgrass is needed, coordinate the type of grass with the COR. Reinstall irrigation heads and components at finish grade, ensuring all irrigation lines and heads are free of foreign matter and operating properly; lower irrigation lines as necessary and extend risers. After new concrete has cured a minimum of 7 calendar days, apply joint sealer on all new expansion joints and control joints. Joint sealant color shall match concrete color. Haul away & dump debris and waste to an approved disposal site. Leave premises clean and free of waste, scrap, used equipment, or other material intentionally or incidentally delivered to the site by Contractor or Contractor s personnel. Any interested Service Disabled Veteran Owned Small Business concern, or, Veteran Owned Small Business and/or other Small Business concern, entity shall be required to provide a full Capability Statement that verifies that they can execute the requirement based on: 1 - Technical Experience - Documented primary offeror technical experience, as the primary firm, with concrete repair/replacement related renovation projects within the last three years. Project similarity in size, scope and complexity must be met. 2 - Qualifications of Key Personnel (training, experience, certifications) as follows: 2.1 - CONTRACTOR SITE SUPERVISOR - The proposed Contractor Supervisor, (employee or contractor) has a documented minimum of three years of experience as a direct supervisor of commercial renovation projects (as defined by industry standards). Supporting documentation (resume/CV supports the required three year s experience). 2.2. INSTALLER STAFF - The proposed installer has a documented minimum of three years specialized experience in installing joint sealants similar in material, design, and extent to those indicated for this Project. Supporting documentation supports the required three year s experience. 3 - Teaming Arrangement Limitations - Evidence and extent of teaming arrangements on all past similar requirements to ensure your company will comply with subcontracting limitations as straight pass-through arrangements are not permissible. 4. Past Performance References - A minimum of two past performance references for relevant (scope and complexity) and recent (within the last three years) requirements. This Sources Sought is for market research purposes only, any subsequent requirement will be advertised on Fed-Biz Ops. ONLY E-MAILS WILL BE answered in respect to any pending requirement as the Government is solely executing market research for the purposes of determining qualified business concerns. Any interested firm shall have current contractor registration in Vet-Biz (as applicable) and in SAMS at the time of submission of any capability statement.
 

Web Link

FBO.gov Permalink
(https://www.fbo.gov/spg/VA/VANCA/VANCA/VA78617N0081/listing.html)
 

Document(s)

Attachment
 

File Name: VA786-17-N-0081 VA786-17-N-0081.docx (https://www.vendorportal.ecms.va.gov/FBODocumentServer/DocumentServer.aspx?DocumentId=3130560&FileName=VA786-17-N-0081-000.docx)

Link: https://www.vendorportal.ecms.va.gov/FBODocumentServer/DocumentServer.aspx?DocumentId=3130560&FileName=VA786-17-N-0081-000.docx

 

Note: If links are broken, refer to Point of Contact above or contact the FBO Help Desk at 877-472-3779.
 

Record

SN04336687-W 20161130/161128233824-7f4749ed873581f429f2f8fedb92b457 (fbodaily.com)
 

Source

FedBizOpps Link to This Notice
(may not be valid after Archive Date)

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